Results 81 to 90 of about 123 (105)
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Study on the Joint Part of Self-anchored Cable-stayed Suspension Bridge with Hybrid Girder
International Journal of Advancements in Computing Technology, 2013This paper has studied on internal force continuity of hybrid girder self-anchored cable-stayed suspension bridge beam joint parts. The beam joint part of hybrid girder self-anchored cable-stayed suspension bridge, with 800m main span, is analyzed with plane 6 nodes finite element. The stress of beam joint parts is gotten.
Wang Huili - +2 more
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Elastic-Plastic Time History Analysis of Self-Anchored Cable-Stayed Suspension Bridge
Advanced Materials Research, 2010Base on the elastic-plastic analytical theory, an elastic-plastic time-history analysis of self-anchored cable-stayed suspension bridge, which engineering background is Dalian Gulf Cross-sea Bridge program, is performed by using general finite element software Midas/Civil. The material nonlinearity of structure is considered with reinforcement concrete
Feng Miao, Lei Shi, Zhe Zhang
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Influence Factors Analysis of Buffeting Response of Self-Anchored Cable-Stayed Suspension Bridge
ICCTP 2009, 2009Self4anchored cable4stayed suspension Bridges ，as a new type of bridge is rarely investigated. Based on simulating turbulent wind fields, the effects of some factors such as geometrical nonlinearity, lateral aerodynamic memory effect, and fluctuating wind on main cables on buffeting response of the Dalian Harbor Sea4routine Bridge, a self4anchored ...
Haixin Huang +3 more
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Applied Mechanics and Materials, 2013
The study of the natural vibrations is the basis of risk evaluation. Based on numerical simulation technology, some influence factors such as different restriction means including the setup of vertical support or fixed connection between pylon and girder, and elastic constraint along longitude of girder, as well as whether setting the auxiliary piers ...
Hai Xin Huang +3 more
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The study of the natural vibrations is the basis of risk evaluation. Based on numerical simulation technology, some influence factors such as different restriction means including the setup of vertical support or fixed connection between pylon and girder, and elastic constraint along longitude of girder, as well as whether setting the auxiliary piers ...
Hai Xin Huang +3 more
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Structural Engineering International, 2018
Dongtiao River Bridge in Huzhou, China is a new type of bridge based on a spatial cable self-anchored suspension and cable-stayed cooperation system.
Xiaoming Wang +4 more
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Dongtiao River Bridge in Huzhou, China is a new type of bridge based on a spatial cable self-anchored suspension and cable-stayed cooperation system.
Xiaoming Wang +4 more
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Design of Static Test Model for Three-Tower Cable-Stayed Self-Anchored Suspension Composed Bridge
Advanced Materials Research, 2011Cable-stayed self-anchored suspension composed bridges have novel structures and aesthetic appearance with complex system and difficulty for design and construction. In order to acquire a better knowledge of the load-carrying capability of this type of bridges, based on a real bridge and the theory of abnormal similarity, a full-bridge scaled down(1:20)
Yu Zhao +4 more
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Advanced Materials Research, 2011
Based on scheme of Dalian gulf cross-sea bridge, in this paper, a 3-dimensional FE model for Self-anchored cable-stayed suspension bridge is established with finite element program and pile-soil-structure interaction is simulated by use of the equivalent embed fixation model.
Feng Miao, Guan Ping, Wang Bo
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Based on scheme of Dalian gulf cross-sea bridge, in this paper, a 3-dimensional FE model for Self-anchored cable-stayed suspension bridge is established with finite element program and pile-soil-structure interaction is simulated by use of the equivalent embed fixation model.
Feng Miao, Guan Ping, Wang Bo
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Applied Mechanics and Materials, 2011
Based on scheme of Dalian gulf cross-sea bridge, in this paper, a 3-dimensional FE model for Self-anchored cable-stayed suspension bridge is established with finite element program and pile-soil-structure interaction is simulated by use of the equivalent embed fixation model.
Miao Feng, Guan Ping, Wang Bo
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Based on scheme of Dalian gulf cross-sea bridge, in this paper, a 3-dimensional FE model for Self-anchored cable-stayed suspension bridge is established with finite element program and pile-soil-structure interaction is simulated by use of the equivalent embed fixation model.
Miao Feng, Guan Ping, Wang Bo
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Advanced Materials Research, 2011
Based on scheme of Dalian gulf cross-sea bridge, in this paper, a 3-dimensional FE model for Self-anchored cable-stayed suspension bridge is established with finite element program and pile-soil-structure interaction is simulated by use of the equivalent embed fixation model.
Feng Miao, Wang Bo, Guan Ping
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Based on scheme of Dalian gulf cross-sea bridge, in this paper, a 3-dimensional FE model for Self-anchored cable-stayed suspension bridge is established with finite element program and pile-soil-structure interaction is simulated by use of the equivalent embed fixation model.
Feng Miao, Wang Bo, Guan Ping
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2011 International Conference on Electric Technology and Civil Engineering (ICETCE), 2011
The fiber model of Dalian Bay Bridge is established with simulating plastic hinge by distribution hinge model, nonlinear time-history is analyzed by Midas/Civil based-on elastic-plastic theory. Compared of time-history results between elastic to elastic-plastic stage showed: the internal forces of structure are reduced mainly in bending moment and ...
null Miao Feng +2 more
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The fiber model of Dalian Bay Bridge is established with simulating plastic hinge by distribution hinge model, nonlinear time-history is analyzed by Midas/Civil based-on elastic-plastic theory. Compared of time-history results between elastic to elastic-plastic stage showed: the internal forces of structure are reduced mainly in bending moment and ...
null Miao Feng +2 more
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